SW8120404_HISTORICAL FILE_20120510

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
O�j(D
WYYMMDD

lf�CDER
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
May 10, 2012 .
Joseph L. Hudson
Castle Plaza Development, LLC
P.O. Box 397
Castle Hayne, NC 28429
Subject: Request for Additional
Stormwater Project No
Parker Ventures
New Hanover County
Dear Mr. Hudson:
Information
SW8 120404
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater
Management Permit Application for Parker Ventures on April 5, 2012. A preliminary in-
depth review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
Please locate each BMP and all swales in access/drainage easements, to
be recorded with the final plat.
2. All runoff in excess of the design storm must bypass to a vegetated filter
strip prior to entering the trench. If the system is designed to store a
larger design storm, the requirement for an offline bypass can be waived.
Reference options 1 -- 4 in the BMP manual, page 16-9, Section 16.3.9. It
appears that you would need to use either option 3 or 4.
3. It is unclear for which option you are choosing to design the infiltration
trench. Please advise which option, 1 -- 4, on page 16-9, Section 16.3.9 of
the BMP manual you are using to design the trench. In your narrative, you
described that the system will be sized to hold the required pre/post
development volume difference for a 24 hr, 1-yr, 2-yr, 10-yr, 25-yr, and
100 yr storm. In accordance with option 4, if you can show that the 24 hr,
10-yr storm event can be infiltrated without discharging the system, using
an infiltration rate of %2 the reported infiltration rate, then no bypass, no
vegetated filter, and no additional storage volume is required.
4. Please explain in your calculations how you are calculating the required
volume, surface area at bottom of basin, and elevation at bottom of basin.
Also, since this is a chamber type system, please advise the storage
volume per chamber and the total number of chambers required. Also,
the numbers don't seem to add up correctly for available volume at the
bottom of the basin.
5. Please show in your calculations that there is no more than 2 acre -inches
of runoff per inlet to the infiltration basin.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623.6748
Internet: www.ncwaterquality.org
An Equal Opportunity 4 Affirmative Action Employer

Castle Plaza Development, LLC
May 10, 2012
Stormwater Application No. SW8 120404
6. Please provide a table of elevations, areas, incremental volumes and
accumulated volumes to demonstrate that the minimum required volume
has been provided.
7. Please show details for the roads and parking, including sidewalk width,
radii, dimensions, and slopes.
8. Please show the overall length and width of the EcoRain system and
provide the exact model number on the plans.
9. Please remember that a change to one number may have a domino effect
on other numbers. Please check all plans, calculations and forms and
make changes as needed.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to June 10,
2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Steve G. Pusey
Environmental Engineer
GDSlsgp: S:IWQS1StcrmwaterlPermi1:s & Projects120121120404 HD12012 05 addinfo 120404
cc: Phil Tripp, PE — Tripp Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

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NC DENR - Division of Water Quality /
Surface Water Protection Section /,l,Y/ 5 PQ%
127 Cardinal Drive Extension g+ _
Wilmington, NC 28405 l Q
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Joseph L. Hudson
Castle Plaza Development, LLC
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CA 201111002528
SOSID: 0769124
Date Filed: 4/20/2011 2:05:00 PM
LIMITED LIABILITY COMPANY ANNUAL RE Elaine F. Marshall
0
North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY: Castle Plaza Development, LLC CA201111002528
SECRETARY OF STATE ID NUMBER: 0769124 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2011
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Joseph L. Hudson
2. SIGNATURE OF THE NEW REGISTERED AGENT:
sung O&V ae ny
r: Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
2709 Castle Mayne Road, Lot 28 P 0 Box 397
Castle Hayne, NC 28429 New Hanover Castle Hayne, NC 28429
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Rental [seal Estate & Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
2709 Castle Hayne Road, Lot 28 P O Box 397
Castle Hayne, NC 28429 New Hanover Castle Hayne, NC 28429
SECTION C: MANAGERS I MEMBERS 1 ORGANIZERS (Enter additional Managers / Members / Organizers In Section E.)
NAME: Joseph L Hudson
TITLE: Member
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
NAME: Betty 13 Hudson
TITLE: Member
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
NAME: f1<�
TITLE:��
ADDRESS:
_ 1 ��v`r
SECTION
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person / business entity.
SIGNATURE
Form must be $ign y a Manager I Member listed under Section C of this form.
Prin or Type Name of Manager 1 Member
}� 4 -1A -6~' 1
DATE
Member
THIS ENTITY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010-31
SUBMIT 1HIS 11{VNLG91._REPORT WITH THE REQUIRED FILING FEE OF S200
MAIL TO: Secretary of State. Corporations Division. Post Office Box 29525. Raleigh, NC 27826-0525
TITLE

Casmer, Jo
From: Casmer, Jo
Sent: Monday, August 27, 2012 2:16 PM
To: '[e-mail]'
Subject: Parker Ventures Stormwater Permit
We have attempted to mail the issued permit to you at the mailing address indicated on the application (P.O.
Box 397, Castle Hayne), however it was returned by the post office. Would you please verify your mailing
address so that I may mail the permit to you? Thank you.
_ j0 oasmer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email addrw has changed
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disdosed to third
parties.
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CA201111002528
SOSID: 0769124
Date Filed: 4/20/2011 2:05:00 PM
` LIMITED LIABILITY COMPANY ANNUAL RE Elaine F. Marshall
'" North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY: Castle Plaza Development, LLC CA201111002528
■w
SECRETARY OF STATE ID NUMBER: 0769124 STATE OF FORMATION: NC
REPORT FOR THE YEAR 2011
SECTION A. IRGISTERED AQENrS,INFORMATION r Changes
1. NAME OF REGISTERED AGENT: Joseph L. Iiudson
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2709 Castle Hayne Road, Lot 28
Castle Hayne, NC 28429 New Hanover
+ •r:.l.. + as is .I�Wr$::l
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
P O Box 397
Castle Hayne, NC 28429
1. DESCRIPTION Of NATURE OF BUSINESS: Rental Real Estm & Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EIIWL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2709 Castle Hayne Road, Lot 28
& PRINCIPAL OFFICE MAILING ADDRESS
P O Box 397
Castle Hayne, NC 28429 New Hanover Castle Hayne, NC 28429
SECTION C: MANAGERS 1 DOERS 1 ORGANIZERS (Enter add'ItiDnal Managers / Members 1 Organizers in Section E.)
NAME: Joseph L Hudson
TITLE: Member
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
NAME: Betty B Hudson
TITLE.: Member
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
Nr�, _t,►,I�i
TITLE:
ADDRESS:
SECTION 0. CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person I business entity.
I_t) ac, a L 1),
SIGNATURE DATE
Fawn mug[ ba W4 a Maruger 1 Member Qsted un{darr Seder C of IN& form.
,. �fi � b4rX1c,-3 Member
of Type Nerve of Mm.Vw / Marnbar Tnu
THIS ENTTrY DOES NOT OUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE ExBAPnON GRANTED UNDER SL2010-31
RUBMIr THIS ANNUAL REPORT WITH THE REOULRED FILING FEE OF 1200
MAIL TO: Seastary of State. Corporations Division. Post OfOoe Box 29M. Raleigh, NC 278211-050

Pusey, Steven
From: Lee Galloway [[e-mail])
Sent: Monday, July 16, 2012 9:42 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Attachments: 10013- Infil Trench Supplement 7-16-12.pdf; 10013 Infiltration Basin Storage Volume Calcs
1.5inch 7-16-12.pdf; 10013 Infiltration Trench Routing 10yr24hr - Half Infilt Rate (DENR)
6-18-12. pdf
Steve,
Sorry for the delayed response but I was out of town last week. Attached are a couple of revised calcs per your
comments below:
-Infiltration Trench Supplement. Includes the revised 44,699 cf
-Infiltration Basin Storage Volume Calcs. Includes the revised 8.25 cf per tank and the volume of 44,699 cf
-Infiltration Trench Routing 10 Year Storm with Half Infiltration Rate. Includes page six that shows the time period until
full drawdown using half the infiltration rate.
The New Hanover County stormwater runoff/volume requirements for this infiltration basin exceeded the DENR
requirements. Therefore it was designed for a larger storm than the 10 year (half infiltration rate).
Let me know if you need anything else.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven[mailto:[e-mail]]
Sent: Tuesday, July 10, 2012 4:57 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
Lee,
I need some revised calculations using a water storage volume of 8.25 cubic feet per tank unit, as per the specs. This
should give you a volume of 44,699 cf which is more than sufficient for Option 4 in the BMP manual *. Also, the
calculations reference page 6 of the report for drawdown time and I did not see this page attached. Please advise.
* For the 10-year storm, when you include the infiltration rate, you only need to store 23,800 cf according to my
calculation. I know that you are also sizing this infiltration trench to handle larger storms. Is this the reason you need to
provide the extra volume or is it just for the 10-year storm?
Steve

From: Lee Galloway [mailto:[e-mail]]
Sent: Thursday, July 05, 2012 12:27 PM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
The Eco Raintank details that are shown on our plan are the standard drawings from the manufacturer. I would guess
that the ER 500-505 note is probably a product number intended for the distributor.
The standard details from Eco Raintank are made to fit every box type. Therefore the exact dimensions of each tank are
not directly shown in the details. However we note in several places that the "Double Module Tanks" are to be used. The
depth of the double module tanks are show on the detail on Sheet C2 in the top left corner. Bottom of box and top of
box elevations are indicated. The length and width dimensions of the infiltration trench were added to Sheet C1 in the
resubmittal.
Below is a link to dimensions of each tank size. Also included is the water storage volume per tank.
http://www.ecorain.comlgaginas/tanksizing.htmi
Can you please give me more information on the discrepancy?
It might be easier if you give me a call to discuss.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910,763.5100
(f) 910.763,5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven [mailto:steven.pusey( ncdenr.gov]
Sent: Thursday, July 05, 2012 12:04 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
Lee,
Can you advise the meaning of the model number for the EcoRain tank units? The model was listed as ER 500-505 on
the dfawing. Is there a dimensional drawing available showing length, width, height for your specified size tank unit?
From the website, it looks like the water volume capacity is 8.25 cf per unit. Please verify this discrepancy.
Thanks,
Steve
From: Lee Galloway [mailto:[e-mail]]
Sent: Wednesday, 3une 20, 2012 8:10 AM

To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
Just wanted to let you know that I dropped off the Parker Ventures package at the front desk yesterday afternoon.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763,5100
(f) 910.763,5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven [mailto:steven.pusey( ncdenr.gov]
Sent: Thursday, June 07, 2012 8:40 AM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
OK. I will set June 20 as your new due date.
Thanks,
Steve
From: Lee Galloway [maiIto: [e-mail]]
Sent: Thursday, June 07, 2012 8:19 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Thanks Steve.
I should be able to get it to you by June 201" (week and a half).
Is that alright with you?
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
lee-trippene@ec. rr.com
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

From: Pusey, Steven[mailto:steven.pusey(a)ncdenr.gov]
Sent: Wednesday, June 06, 2012 5:12 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
I can give you up to another 4 weeks. However, I will need to make it up next time if we need additional information
again. In other words, I can give you a week now and then upon our next request for additional information, I will only
be able to give you 3 weeks to resubmit. Or, if I give you 2 weeks now, you will then have 2 weeks to respond next
time. Let me know what works best.
Thanks,
Steve
From: Lee Galloway [mailto:[e-mail]]
Sent: Wednesday, June 06, 2012 4:56 PM
To: Pusey, Steven
Subject: Parker Ventures Review / Extension
Steve,
Can we get a time extension for the project Parker Ventures (SW# 80120404) that you reviewed on May 10th? The
resubmittal is due on June loth. However I think we may need another week or so to wrap things up with this one.
Let me know if you can accommodate.
Thank you.
Lee Galloway
Tripp Engineering, P.C.
419 Chestnut Steet
Wilmington, NC 28401
(p) 910.763.5100
(f) 910.763,5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

Puse , Steven
From: Pusey, Steven
Sent: Tuesday, July 10, 2012 4:57 PM
To: 'Lee Galloway'
Subject: RE: Parker Ventures Review / Extension
Lee,
I need some revised calculations using a water storage volume of 8.25 cubic feet per tank unit, as per the specs. This
should give you a volume of 44,699 cf which is more than sufficient for Option 4 in the BMP manual *. Also, the
calculations reference page 6 of the report for drawdown time and I did not see this page attached. Please advise.
* For the 10-year storm, when you include the infiltration rate, you only need to store 23,800 cf according to my
calculation. I know that you are also sizing this infiltration trench to handle larger storms. Is this the reason you need to
provide the extra volume or is it just for the 10-year storm?
Steve
From: Lee Galloway [maiito:[e-mail]]
Sent: Thursday, July OS, 2012 12:27 PM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
The Eco Raintank details that are shown on our plan are the standard drawings from the manufacturer. I would guess
that the ER 500-505 note is probably a product number intended for the distributor.
The standard details from Eco Raintank are made to fit every box type. Therefore the exact dimensions of each tank are
not directly shown in the details. However we note in several places that the "Double Module Tanks" are to be used. The
depth of the double module tanks are show on the detail on Sheet C2 in the top left corner. Bottom of box and top of
box elevations are indicated. The length and width dimensions of the infiltration trench were added to Sheet C1 in the
resubmittal.
Below is a link to dimensions of each tank size. Also included is the water storage volume per tank.
http://www.ecorain.com/paginas/tanksizing.htmi
Can you please give me more information on the discrepancy?
It might be easier if you give me a call to discuss.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. user assumes all responsibility for use
of this digital information.

07
n cl, r. i
ItN it-:
O"t f
IA

Puse , Steven
From:
Lewis,Linda
Sent:
Tuesday, July 10, 2012 12:05 PM
To:
Pusey, Steven
Subject:
SW8 120404
Attachments:
2012 07 Excel-IT-2 120404.x1s
Steve:
The idea behind designing for the 10 yr 24 hr storm is not that the applicant has to provide that much volume,
i.e., 45000 cf in this case, but that they demonstrate whatever system they design to store the 1.5" volume is
sufficient to "handle" the 10 yr 24 hr volume. In this case, per the attached spreadsheet, please note that the
minimum required 1.5" design storm volume is a little over 9,000 cubic feet and the 10 yr design storm volume
is 45,000 cf. But, a lot of that 45000 cf is infiltrated during the 24 hour storm duration, so the minimum size of
the system just has to be enough to take care of the difference between the 45000 and the amount that got
infiltrated during that 24 hours.
This consultant has started out with the incorrect assumption that the entire 10 year 24 hour volume has to be
"stored". You should have corrected them right away. The 10 yr 24 hr volume only has to be "handled" in the
system that is designed to store at a minimum, the 1.5" runoff volume. If that 1.5" minimum system isn't large
enough to handle the 10 yr 24 hr volume, then it needs to be upsized until the right combination of surface area
and volume is provided which will handle the 10 year 24 hour storm. The consultant has provided way more
storage volume than is necessary. These Rain Tanks are expensive, so if the number of them can be reduced,
you will want to make that suggestion.
The application indicates that the project is designed to the Phase 11 requirements. This is incorrect because it
is a new project in New Hanover County and because no vested right to the Phase II rules has been provided.
This project is being designed under the 2008 coastal rules. This area of the application (Section IV.2.a and b.)
is reserved exclusively for projects claiming a vested right to develop under a different rule. If someone has
filled in this section in error, then you need to let them Know that they do not need to fill in this section.
The storage/overflow elevation on the supplement form is 18.9, but has sufficient volume been provided in the
system at that elevation to meet the minimum volume requirement? Does this system even need a bypass
weir? If this system were being designed for the 1.5" storm, then this would be a problem because the weir
elevation must equal or be higher than the elevation at which the minimum required storage volume is
provided. The bypass weir elevation cannot be lower than the storage elevation because then there may not
be sufficient volume provided.
The bottom surface area reported in the calculations is 15,518 sf, but you have used 16,330 sf in the
spreadsheet. Where did you get this number from?
Did you receive any specifications from the manufacturer of the Rain Tank unit confirming that their model ER-
500-505 provides 8.301 cf of volume? I didn't see anything in the file.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215

Posey, Steven
From: Lee Galloway [[e-mail])
Sent: Thursday, July 05, 2012 12:27 PM
To: Posey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
The Eco Raintank details that are shown on our plan are the standard drawings from the manufacturer. I would guess
that the ER 500-505 note is probably a product number intended for the distributor.
The standard details from Eco Raintank are made to fit every box type. Therefore the exact dimensions of each tank are
not directly shown in the details. However we note in several places that the "Double Module Tanks" are to be used. The
depth of the double module tanks are show on the detail on Sheet C2 in the top left corner. Bottom of box and top of
box elevations are indicated. The length and width dimensions of the infiltration trench were added to Sheet C1 in the
resubmittal.
Below is a link to dimensions of each tank size. Also included is the water storage volume per tank.
htt www.ecorain.com a nnas tanksizin .html
Can you please give me more information on the discrepancy?
It might be easier if you give me a call to discuss.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering„ P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven[mailto:[e-mail]]
Sent: Thursday, July 05, 2012 12.04 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
Lee,
Can you advise the meaning of the model number for the EcoRain tank units? The model was listed as ER 500-505 on
the drawing. Is there a dimensional drawing available showing length, width, height for your specified size tank unit?
From the website, it looks like the water volume capacity is 8.25 cf per unit. Please verify this discrepancy.
Thanks,
Steve

h

1 �
From: Lee Galloway [m ilto:lee-tri n ec.rr.com]
Sent: Wednesday, June 20, 2012 8:10 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
Just wanted to let you know that I dropped off the Parker Ventures package at the front desk yesterday afternoon.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven[mailto:[e-mail]]
Sent: Thursday, June 07, 2012 8:40 AM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
OK. I will set June 20 as your new due date.
Thanks,
Steve
From: Lee Galloway [[e-mail]]
Sent: Thursday, June 07, 2012 8:19 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Thanks Steve.
I should be able to get it to you by June 201h (week and a half).
Is that alright with you?
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
lee-t ri p pe ng @ec. rr.co m
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

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From: Pusey, Steven [mailto:steven.pusey cOncdenr.aov]
Sent: Wednesday, June 06, 2012 5.12 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
I can give you up to another 4 weeks. However, I will need to make it up next time if we need additional information
again. In other words, I can give you a week now and then upon our next request for additional information, I will only
be able to give you 3 weeks to resubmit. Or, if I give you 2 weeks now, you will then have 2 weeks to respond next
time. Let me know what works best.
Thanks,
Steve
From: Lee Galloway [mailto:[e-mail]]
Sent: Wednesday, June 06, 2012 4:56 PM
To: Pusey, Steven
Subject: Parker Ventures Review / Extension
Steve,
Can we get a time extension for the project Parker Ventures (SW# 80120404) that you reviewed on May 101"? The
resubmittal is due on June 10'. However I think we may need another week or so to wrap things up with this one.
Let me know if you can accommodate.
Thank you.
Lee Galloway
Tripp Engineering, P.C.
419 Chestnut Stevt
Wilmington, NC 28401
(p) 910.763.5100
(fJ 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

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Pusey, Steven
From: Lee Galloway [[e-mail]}
Sent: Thursday, July 05, 2012 12:27 PM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
The Eco Raintank details that are shown on our plan are the standard drawings from the manufacturer. I would guess
that the ER 500-505 note is probably a product number intended for the distributor.
The standard details from Eco Raintank are made to fit every box type. Therefore the exact dimensions of each tank are
not directly shown in the details. However we note in several places that the "Double Module Tanks" are to be used. The
depth of the double module tanks are show on the detail on Sheet C2 in the top left corner. Bottom of box and top of
box elevations are indicated. The length and width dimensions of the infiltration trench were added to Sheet C1 in the
resubmittal.
Below is a link to dimensions of each tank size. Also included is the water storage volume per tank.
http://www.ecorain.com/paginas/tanksizin,g.html
Can you please give me more information on the discrepancy?
It might be easier if you give me a call to discuss.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven[mailto:[e-mail]]
Sent: Thursday, 3uly 05, 2012 12:04 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
Lee,
Can you advise the meaning of the model number for the EcoRain tank units? The model was listed as ER 500-505 on
the drawing, is there a dimensional drawing available showing length, width, height for your specified size tank unit?
From the website, it looks like the water volume capacity is 8.25 cf per unit. Please verify this discrepancy.
Thanks,
Steve
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From: Lee Galloway [mailto:[e-mail]]
Sent: Wednesday, June 20, 2012 8:10 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Steve,
Just wanted to let you know that I dropped off the Parker Ventures package at the front desk yesterday afternoon.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Pusey, Steven [mail : t v n. use nc nr. ov]
Sent: Thursday, June 07, 2012 8:40 AM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
OK. I will set June 20 as your new due date.
Thanks,
Steve
From: Lee Galloway [m it :I e- d n .rr. m]
Sent: Thursday, June 07, 2012 8:19 AM
To: Pusey, Steven
Subject: RE: Parker Ventures Review / Extension
Thanks Steve.
I should be able to get it to you by June 201h (week and a half).
Is that alright with you?
Lee Galloway
Tripp Engineering, P.C.
(p) 910.7635100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

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From: Pusey, Steven[mailto:steven.pusey(d)ncdenr.gov]
Sent: Wednesday, June 06, 2012 5:12 PM
To: Lee Galloway
Subject: RE: Parker Ventures Review / Extension
I can give you up to another 4 weeks. However, I will need to make it up next time if we need additional information
again, in other words, I can give you a week now and then upon our next request for additional information, I will only
be able to give you 3 weeks to resubmit. Or, if I give you 2 weeks now, you will then have 2 weeks to respond next
time. Let me know what works best.
Thanks,
Steve
From: Lee Galloway [mailto:lee-trippeng@ec-,rr.ic2n1]
Sent: Wednesday, June 06, 2012 4:56 PM
To: Pusey, Steven
Subject: Parker Ventures Review / Extension
Steve,
Can we get a time extension for the project Parker Ventures (SW# 80120404) that you reviewed on May loth? The
resubmittal is due on June loth. However I think we may need another week or so to wrap things up with this one.
Let me know if you can accommodate.
Thank you.
Lee Galloway
Tripp Engineering, P.C.
419 Chestnut Steet
Wilmington, NC 28401
(p) 910.763.5100
(f) 910.763.5631
lee-trippenp,@ec.rr.com
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

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(Units) (mm) (Inches)
Width Length Length Length Heigth Helgth Helgth
(feet) (mm) (inches) (feet) (mm) (inches) (feet)
Hatt (%) 408
18.06
1.34 685
26.97
2.25 241.3
9.5 .79
Single (1) 408
15.06-
1.34- 685
26.97
2.25 450
17.72 1.48
Double (2) 408
18.06
1.34 685
26.97
2.75 880
34.65:. 2.99
Triple (3) 408
16.06
1.34 685
26.97
2.25 1310
51.57 4.30
Quad (4) 408
18.08
1.34 05
28.97
2.25 1740
68.50 5.71
Perd (5) 408
16.08
1.34 685 28.97
CAPACITY
2.25 2170
85.43 7.12
Tank Tank Volume
(Units) Cubic Feet
Tank Volume
Gallons
Water Storage
Volume Cubic Feet
Water Storage
Volume Gallons
Half ('A)
2.38
17.82
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4.44
33.22
4.22
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8.69
64.97
8.25
61.72
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12.93
98.72
12.28
91.88
Quad (4)
17.17
128.47
16.31
122.03
Pant(5)
21.42 160.21
20.35
152.19
For USA and Canada
selesdeco en,com Telephone: M 905 7145 Tat Frm 1 966 991 RAIN (7245)
wHw.EcoRmin.com EceRain Systems Inc. 14320 Venture Blvd 4402 Sherman Oaks, CA 91423
Desfgn:w warangua.cl
http://www.ecorain.com/paginas/tanksizing.html 7/10/2012

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TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
June 19, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845 ji �VE
t
Attn: Mr. Steve Pusey JUN 19 2012
Re: Parker Ventures BY:
Project No. SW8 120404
TE 10013
Dear Steve:
In response to your comments, dated May 10, 2012, we offer the following:
J1. A drainage easement has been added around the proposed infiltration basin area and is shown
on the revised Sheet C 1. The drainage easement is accessible from the ROW.
2. The infiltration basin has been redesigned to store the 10-year 24-hour storm without
discharging using half of the actual infiltration rate. Therefore waiving the by-pass overflow
and vegetated filter strip requirement. See the revised attached calculations.
3. See response 42. The revised infiltration basin was designed per Section 16.3.9 44 in the BMP
Manual. Therefore the by-pass overflow and vegetated filter strip is not required for this
project.
4. a) See the attached calculations titled "Simple Method - 1.5" Storage Volume
Calculations." These indicate the method used to calculate the volume required for our
infiltration basin.
b) Dimensions were added to the proposed infiltration basin to indicate the surface
area at the bottom of the basin. The elevation of the bottom of the basin is noted on Sheet
/ C1, C2, and in the attached calculations.
✓ c) The storage volume per rain tank unit has been added to the calculations titled
"Simple Method - 1.5" Storage Volume Calculations."
Vd) The total number of rain tank units has been added to Sheet C I.
./ 5. See attached Drainage Area Exhibit and pipe calculations. These indicate that all drainage
areas to inlets are less than 2 acre -inches.
✓6. See attached "I 0-Year (Half Infiltration) Pond Routing Calculations.'' The incremental and
/ cumulative pond volume table is located on page 1.
d 7. Dimensions have been added to Sheet C1 indicating the following: drive isle width, sidewalk
widtli, and radii.
8. Dimensions have been added to the infiltration basin on Sheet C 1. The model number of the
rain tank units is located in the detail on Sheet C2.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee Galloway
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Enc.
Rye JUN 10 Z012

TE 10013
Stor►nwater Drainage System & Erosion Control„
Narrative JUN 19 2012
Parker Ventures BY.
5411 Castle Hayne Road, Castle Hayne, NC
The Parker Ventures project is a proposed commercial facility located on Castle Hayne
Road in Castle Hayne, NC, New Hanover County, parcel ID 4 RO1100-014-005-000.
Parker Ventures is owned by Castle Plaza Development, LLC. The entire site is
approximately 8.14 acres of land, of which 2.25 acres is proposed for development. The
Parker Ventures facility will be serviced by CFPUA for public sewer and will be serviced
by a proposed well for potable water. No wetlands exist on the project site.
Castle Plaza Development, LLC is proposing to build a 9,600 sf commercial building,
parking, sidewalks, landscape areas, and an underground infiltration system. A future
building is included in the proposed impervious area as 9,600 sf. New impervious area
for this project is estimated to be 75,639 sf. (1.74 acres). After project completion, the
total amount of impervious area for this site will be approximately 21 % of the entire site.
The estimated amount of disturbed area is 2.25 acres.
The site will have one drainage area consisting of 2.24 acres. No off -site runoff flows
onto the site and therefore, none will be routed to the proposed BMP. All outflow from
the drainage basin will drain to Prince George Creek; classification C;Sw, Index No. 18-
74-53, in the Cape Fear River Basin. All built up areas (BUAs) will be collected and
routed to the underground infiltration system BMP.
The infiltration basin is designed to meet the State's 1.5" requirement and alternately
sized for the 1-yr, 10-yr, 25-yr, and 100-yr storm events. Calculations have also been
provided to demonstrate that the 10-yr 24-hour storm event can be infiltrated without
discharging the system using an infiltration rate of one-half of the infiltration rate
reported in the soils report, therefore waiving the State required off-line bypass and
vegetated filter strip. To evenly distribute discharge to the infiltration basin, four separate
drop inlet outfalls are proposed around the perimeter of the basin. The maximum volume
allowed per inlet is 2.0 acre -inches (NCDENR BMP Manual section 16.3.3,2). The
infiltration system was designed to meet or exceed current State and County requirements
and is designed for high density projects. Outflow from the infiltration system will be to
a proposed 18" RCP drainage pipe that will tie into an existing open ditch system in the

TE 10013
DOT right-of-way along Castle Hayne Road. The SHGWT elevation is approximately
64" below the existing ground elevation, which is approximately 2' within the proposed
bottom elevation in the infiltration system.
Prior to clearing of the site, a construction entrance and temporary silt fence will be
installed. The removal of trees, vegetation, sidewalks, curbs and asphalt surfaces and
will occur. The parking areas and building locations will then be graded. Underground
utilities, including the stormwater drainage system will be installed and inlet protection
put into place. The proposed buildings will be constructed followed by paving, sidewalk
installation, final site grading, stabilization of the site and landscaping. Temporary
erosion control measures will remain in -place until such time as when areas are
stabilized. Permanent measures include permanent stands of grass and energy
dissipaters. Specific measures and directions to the contractor are noted on the plans.
Please refer to Sheet C2 for detail erosion control measures and construction sequence.
Sum
For this 2.24 ac. Drainage area, all on -site drainage will be collected by a stormwater
drainage system and routed to an underground infiltration system. The infiltration system
has been sized to detain the pre/post development runoff for the 24-hour 1-yr, 2-yr, 10-yr.
25-yr., and 100-yr. storm events and to capture the first 1.5" of runoff from the new
development. Temporary erosion control measures include one gravel construction
entrance, silt fence, and seeding. Permanent erosion control measures include energy
dissipaters and established grass areas.
C; F t
Jura 19 212
�1

I.,
Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, April 05, 2012 9:02 AM
To: 'Lee Galloway'
Subject: RE:: Parker Ventures - Vince's Soil Visit?
Great. I will give it to admin to log in.
N
From: Lee Galloway [mailto:[e-mail]]
Sent: Thursday, April 05, 2012 9:01 AM
To: Johnson, Kelly
Subject: RE: Parker Ventures - Vince's Soil Visit?
Yes. We used 64" in our calcs and in the supplement.
Everything seemed to be pretty close to the data in our soils report.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
lee-trippenggec.rr.com
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made,by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Thursday, April 05, 2012 8:55 AM
To: Lee Galloway
Subject: EW: Parker Ventures - Vince's Soil Visit?
Vince found 48" beside the gravel and thinks it will be in the low 60"'s under the gravel. Your soils report says 64-72" for
SHWT with a resultant SHWT of 14.17msi. I don't see the elevation of the grade where the borings were done. bid you
use the 64"? If so I think we will be good.... Just let me know.
KJ
From: Johnson, Kelly
Sent: Wednesday, April 04, 2012 8:22 AM
To: 'Lee Galloway'
Subject: RE: Parker Ventures - Vince's Soil Visit?
796.7378

From: Lee Galloway (ma iIto: lee-trippengCo0ec.rr.com]
Sent: Wednesday, April 04, 2012 8:20 AM
To: Johnson, Kelly
Subject: RE: Parker Ventures - Vince's Soil Visit?
Okay.
Can you email me his phone #.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, April 04, 2012 8:04 AM
To: Lee Galloway
Cc: Lewis, Vincent
Subject: RE: Parker Ventures - Vince's Soil Visit?
Lee,
l talked to Vince, and since it has been so long we will have to reschedule this. Please give him a call.
Thanks,
Kelly
From: Lee Galloway [mailto:[e-mail]]
Sent: Tuesday, April 03, 2012 9:12 AM
To: Johnson, Kelly
Cc: Lewis, Vincent
Subject: RE: Parker Ventures - Vince's Soil Visit?
The only other job name that it might be under is Hudson Retail.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910,763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.

From: Johnson, Kelly [mailto:kell [e-mail]
Sent: Tuesday, April 03, 2012 8:54 AM
To: Lee Galloway
Cc: Lewis, Vincent
Subject: RE: Parker Ventures - Vince's Soil Visit?
Lee,
Could this have been done under a different project name? I do not see Vince's site visit on file here.
Vince,
Do you have any recollection of this one (from 4.5yrs ago)? I don't see the report on file?
KJ
From: Lee Galloway [mailto:lee-trippengDec. rr.com]
Sent: Friday, March 30, 2012 11:03 AM
To: Johnson, Kelly
Subject: RE: Parker Ventures - Vince's Soil Visit?
Kelly,
The date from the last meeting with Vincent for this site was September 26, 2007.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
lee-trippen,g@ei .rr.com
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly[mailto:kelly.p.johnson(a)ncdenr.gov]
Sent: Thursday, March 29, 2012 2:38 PM
To: Lee Galloway
Subject: RE: Parker Ventures - Vince's Soil Visit?
I don't know. That is his call. I suppose it will depend on how long ago it was though...
W
From: Lee Galloway [ma to:[e-mail]]
Sent: Thursday, March 29, 2012 2:08 PM
To: Johnson, Kelly
Subject: RE: Parker Ventures - Vince's Soil Visit?
Kelly,

I'm pretty sure that Vincent may have done visit to this site but it was many years ago. I'll have to dig up the map and
find out exactly when it was completed. It'll probably be tomorrow before I can find that map with the site visit notes.
This was one of those project that was halted a couple years ago and is now being revived.
Is there a time limit from when Vincent last did his visit or we will need to meet him on -site to complete a new test?
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
lee-trippengeec.rr.com
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly [mai[W.kelly.p [e-mail]]
Sent: Thursday, March 29, 2012 12:43 PM
To: Lee Galloway
Subject: Parker Ventures - Vince's Soil Visit?
Lee,
Vince isn't in today or I would ask him, but has he been out to this site yet? I don't see his site visit report on file?
Thanks,
KJ
*** My email has changed to kellv.p�[e-mail]
k-euW Del VL,So VU
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
March 28, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Parker Ventures
New Hanover County, NC
TE 10013
Dear Kelly:
0 MAR 2 6 zolz
Enclosed please find the following items for the above referenced project:
• 2 sets of plans
• $505 check
* Narrative
• Stormwater application — one original and one copy
+ Infiltration Trench Supplement
* Infiltration Trench Operation and Maintenance Agreement
• 2 sets of calculations
• USGS map
• Soils Reports — SHGW and Infiltration
• Copy of the Deed
• Secretary of State information
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee al way
ALG:dcb
Eric.
ECEIVEM
MAR 2 8 1012
By.-

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2008000949�
aO�
FOR REGISTRATION REGISTER OF DEEDS
uRE�BNDVERpCOIINTy.NG
P
BK:52b7 241
G�QFEE $200,00
I41R(1 I 1 AM
ARRANTY DEED
TAX PARCEL NUMBER: ROI l00-014-005-000 REVENUE STAMPS -0-
BUSINESS CONVENIENCE TRANSFER
GRANTEE'S ADDRESS: Castle Plaza Development, LLC
5601 Castle Hayne Road
Castle Hayne, NC 28429
PREPARED BY: MARSHALL, WILLIAMS & GORHAM, LLP
HE TURN TG' P. O. Drawer 2088, Wilmington, NC 28402
BRIEF DESCRIPTION: 8,0 acres — U. S. Highway 117 — Cape Fear Township
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED, made and entered into this 7th day of January, 2008, by and between
SAILFISH DEVELOPMENT & RENTALS, LLC (a North Carolina limited liability
commpany), hereinafter called GRANTOR, and CASTLE PLAZA DEVELOPMENT, LLC (a
North Carolina limited liability company), hereinafter called GRANTEE (the designations
Grantor and Grantee as used herein shall include said parties and their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine, or neuter, as required by context).
WITNESSETH:
The GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell, and convey unto the
GRANTEE in fee simple, all that certain real property located in Cape Fear Township, New Hanover
County, North Carolina, and more particularly described on EXHIBIT A — PROPERTY
DESCRIPTION attached hereto and incorporated herein by this reference.
TO HAVE AND TO HOLD the above granted and described property, together with all
privileges, easements, tenements and appurtenances thereto belonging, to the GRANTEE in fee
simple,
And the GRANTOR covenants with the GRANTEE, that the GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is marketable and
free and clear of all encumbrances, and that GRANTOR will warrant and defend the title against the
lawful claims of all persons whomsoever, except for the exceptions hereinafter stated. Title to the
property hereinabove described is subject to the following exceptions:
Ad valorem taxes for the year 2008 and subsequent years;

v
2. Utility easements and street rights -of -way of record;
1 Applicable restrictive covenants of record; and
4. Local, county, state, and federal government laws and regulations relative to
zoning, subdivision, occupancy, use, construction, and development of the
subject property.
IN TESTIMONY WHEREOF, the GRANTOR has caused this instrument to be signed in its
corporate name by its duty authorized officer by authority of its Board of Directors, the day and year
first above written.
SAILFISH DEVELOPMENT & RENTALS, LLC
By: -I, I �
seph ee Hudson, Member/Manager
By: �3.
Betty B. 16dson, Member/Manager
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
1, Billie Peterson, a Notary Public for the County and State aforesaid, do hereby certify
that Joseph Lee Hudson, Member/Manager, and Betty B. Hudson, Member/Manager of Sailfish
Development do Rentals, LLC, a North Carolina limited liability company, personally appeared
before me this day and each acknowledged to me that he or she voluntarily signed the foregoing
instrument on behalf of the company.
Witness my hand and seal thist$h day of BeeetRbef-;i.
7T8 JAnARY, 2008
ick
C
No6Lry Public — Billie Peterson
My Commission Expires: 8/29/09

EXHIBIT "A"
Being all of that certain parcel of land situated, lying and being in Cape Fear Township,
New Hanover County, North Carolina, and more particularly described as follows:
Tax Parcel ID RO1100-014-005-000
Beginning at an iron pipe in the westem line of US Highway 117, (50 feet from the centerline)
that marks the southeast corner of the Bay Foods, Inc. Tract, (Deed Book 1468 at Page 588 of
the New Hanover County Registry), and being located South 09 degrees 10 minutes West,
885.78 feet from the centerline of Secondary Road 41002 extended to the western right of way
line of said US Highway 4117, and runs thence, FROM THE POINT OF BEGINNING, along
the western line of said US Highway #177, South 09 degrees 10 minutes West 442.43 feet to an
iron pipe marking the southeast corner of that tract described in Deed Book 1521 at Page 397 of
the New Hanover County Registry; thence along the southern line of said Deed Book 1521 at
Page 397, North 80 degrees 50 minutes West 600.00 feet to a pipe; thence, a new line, North 09
degrees 10 minutes East, 547.18-feet to a point; thence, South 80 degrees 50 minutes East 410.0
feet to a point markingfihe aforementioned Bay Foods, Inc. Tract; thence along the western line
of said tract, South 09 degrees 10 minutes West, 200.00 feet to a point; thence, South 80 degrees
50 minutes East, 190.00 feet to the Beginning and containing 8.0 acres, more or less. The above
being a part of that tract described in Deed Book 1521, at Page 397 of the New Hanover County
Registry.
Included in the above tract is a 10 foot wide sewer easement which is described as follows:
Beginning at the northwest corner of the Bay Foods, Inc. Tract and runs North 83 degrees 33
minutes 10 seconds West, 410.65 feet to a point in the western line of the above eight (8) acre
tract; thence, along the western line of said eight (8) acre tract, South 09 degrees 10 minutes
West, 10.0 feet to a point; thence South 83 degrees 33 minutes 10 seconds East, 400.45 feet to a
point; thence South 80 degrees 50 minutes East, 10.0 feet to a point in the western line of said
Bay Foods, Inc. Tract; thence, along the westem line of said Bay Foods Tract, North 09 degrees
10 minutes East, 115.0 feet to the beginning.

i
�i►SW_x
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 01/0812008 03:18:00 PM
Book: RE 5267 Page: 121-124
Document No.: 2008000949
DEED 4 PGS $20.00
Recorder: PHELPS, MICAH
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008000949*
2008000949

CA201111002528
SOSI[ D. 0769124
Date Filed: 4/20/201 l 2:05:00 PM
LIMITED LIABILITY COMPANY ANNUAL RE Elaine F. Marshall
North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY: Castle Plaza Development, LLC CA201 i 11002528
SECRETARY OF STATE ID NUMBER: 0769124 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2011
C1�1LL1=ij;iM1;i I lo1►[iFA I
1. NAME OF REGISTERED AGENT: Joseph L. Hudson
2. SIGNATURE OF THE NEW REGISTERED AGENT:
dLnp Of4w Uss only
r Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
2709 Castle Hayne Road, Lot 28 P O Box 397
Castle Hayne, NC 28429 New Hanover
Castle Hayne, NC 28429
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate: & Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2709 Castle Hayne Road, Lot 28
3. PRINCIPAL OFFICE EMAIL:
5. PRINCIPAL OFFICE MAILING ADDRESS
P O Box 397
Castle Hayne, NC 28429 New Hanover Castle Hayne, NC 28429
SECTION C: MANAGERS I MEMBERS I ORGANIZERS (Enter additional Managers / Members / Organizers In Section E.)
NAME: Joseph L Hudson NAME: Betty B Hudson NAME:
TITLE: Member TITLE: Member TITLE:
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
ADDRESS:
1009 Waterview Place
Carolina Beach, NC 28428
ADDRESS:
SECTION d: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person / business entity.
:a L 2, X 4 -4y 7Dkll Il
SIGNATURE / DATE
Form must be sign 4a Manager I Member fisted under Section C of this form.
3 5, �Jjc J
Pri or Type Name of Manager / Member
Member
THIS ENTITY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010-31
$LiBMIJ THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE -OF S2pQ
MAIL TO: Secretary of Slate. Corporations Division, Poet Office Box 29525. Raleigh, NC 27626-0525
TITLE